Analysis of support coupling GBT (Generalized Beam Theory) applied in pipeline systems. (January 2020)
- Record Type:
- Journal Article
- Title:
- Analysis of support coupling GBT (Generalized Beam Theory) applied in pipeline systems. (January 2020)
- Main Title:
- Analysis of support coupling GBT (Generalized Beam Theory) applied in pipeline systems
- Authors:
- Bianco, Marcelo J.
Habtemariam, Abinet K.
Könke, Carsten
Tartaglione, Fabiola
Zabel, Volkmar - Abstract:
- Abstract: Above-ground pipeline systems are subject to a wide range of deformations, such as ovalization and warping, particularly in the neighborhood of a support. A structural analysis, which can fully evaluate these transversal and local effects, can currently be carried out only using shell or solid finite-element models. However, the complete finite-shell element model of a long-distance pipeline system requires a significant amount of time to be modeled and solved. In contrast, generalized beam theory (GBT) has attracted attention as an alternative modeling technique, and it can easily model a pipeline system using beam-finite elements, but with all transversal and local effects. In order to obtain a feasible application of GBT for above-ground pipeline systems, this study presents an extension of GBT with semi-continued arbitrary support to hollow circular cross-sections. The numerical formulation is an alternative recursive approach based on the master-slave method to create a multi-freedom constraint among the high modes of GBT and the springs, which represent the support conditions. An example of its application illustrates the proposed approach and is compared with a complete finite-shell element models. Highlights: Semi-continued arbitrary support for hollow circular cross-section are studied. The Master-Slave Method addresses a recursive approach to obtain a coupled system. The proposed approach requires a minimal amount of GBT's modes. A detailed example showsAbstract: Above-ground pipeline systems are subject to a wide range of deformations, such as ovalization and warping, particularly in the neighborhood of a support. A structural analysis, which can fully evaluate these transversal and local effects, can currently be carried out only using shell or solid finite-element models. However, the complete finite-shell element model of a long-distance pipeline system requires a significant amount of time to be modeled and solved. In contrast, generalized beam theory (GBT) has attracted attention as an alternative modeling technique, and it can easily model a pipeline system using beam-finite elements, but with all transversal and local effects. In order to obtain a feasible application of GBT for above-ground pipeline systems, this study presents an extension of GBT with semi-continued arbitrary support to hollow circular cross-sections. The numerical formulation is an alternative recursive approach based on the master-slave method to create a multi-freedom constraint among the high modes of GBT and the springs, which represent the support conditions. An example of its application illustrates the proposed approach and is compared with a complete finite-shell element models. Highlights: Semi-continued arbitrary support for hollow circular cross-section are studied. The Master-Slave Method addresses a recursive approach to obtain a coupled system. The proposed approach requires a minimal amount of GBT's modes. A detailed example shows the proposed approach and compares to shell models. … (more)
- Is Part Of:
- Thin-walled structures. Volume 146(2020)
- Journal:
- Thin-walled structures
- Issue:
- Volume 146(2020)
- Issue Display:
- Volume 146, Issue 2020 (2020)
- Year:
- 2020
- Volume:
- 146
- Issue:
- 2020
- Issue Sort Value:
- 2020-0146-2020-0000
- Page Start:
- Page End:
- Publication Date:
- 2020-01
- Subjects:
- Generalized beam theory -- Above ground pipeline -- Support coupling -- GBT spring supports -- Multi-freedom constraints
Thin-walled structures -- Periodicals
690.1 - Journal URLs:
- http://www.sciencedirect.com/science/journal/02638231 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.tws.2019.106439 ↗
- Languages:
- English
- ISSNs:
- 0263-8231
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 8820.121000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 12457.xml